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DOVE-DRAKE ROAD over MILL SHOAL CREEK

Map

Coordinates:
+34.20786, -83.10458
34°12'28" N, 83°06'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DOVE-DRAKE ROAD over MILL SHOAL CREEK
Structure number:000000019550030
Location:10 MI N OF COMER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:49.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$164,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairFair49049.1
March 2015PoorFairPoorPoor49033.8
March 2013PoorFairPoorPoor49033.8
March 2011PoorFairPoorPoor62033.5
March 2009PoorFairPoorFair62033.5
March 2007PoorSatisfactoryPoorFair60034.6
March 2005PoorSatisfactoryPoorFair39035.0
March 2003PoorSatisfactoryPoorFair74049.6
March 2001PoorSatisfactoryPoorFair74026.5
August 1999PoorSatisfactoryPoorFair47029.4
May 1997PoorSatisfactoryPoorFair43029.5
March 1995PoorSatisfactoryPoorSatisfactory43028.9
March 1993PoorSatisfactoryPoorSatisfactory39029.0
March 1991PoorGoodPoorSatisfactory23034.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.74406001440
Steel Protective Coatingsq. ft.3,660003,6600
Deck
Reinforced Concrete Decksq. ft.2,3821,5527001300
Substructure
Steel Abutmentlinear ft.52123460
Steel Protective Coatingsq. ft.52610360
Steel Pileeach1201200
Steel Protective Coatingsq. ft.5800505300
Steel Pier Caplinear ft.5205200
Steel Protective Coatingsq. ft.2602600
Joints
Pourable Jointlinear ft.7200720